Microscale Energy Dissipation Mechanisms in Cyclically-Loaded Granular Soils-Reference-Cited by-同舟云学术

Microscale Energy Dissipation Mechanisms in Cyclically-Loaded Granular Soils

Published:2011-11-01 Issue:2 Volume:30 Page:343-361
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

El Shamy Usama,Denissen Christina

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-011-9472-3.pdf

Reference41 articles.

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2. Assimaki D, Kausel E, Whittle A (2000) Model for dynamic shear modulus and damping for granular soils. J Geotech Geoenviron Eng ASCE 126(10):859–869

3. ASTM (1991) Standard D 3999-91: Test method for the determination of the modulus and damping properties of soils using the cyclic triaxial apparatus. Annual Book of ASTM Standards, ASTM International, West Conshohocken

4. Boulanger R (2003) High overburden stress effects in liquefaction analyses. J Geotech Geoenviron Eng ASCE 129(12):1071–1082

5. Boulanger R, Idriss I (2006) Liquefaction susceptibility criteria for silts and clays. J Geotech Geoenviron Eng ASCE 132(11):1413–1426

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